ForsideBøgerA Treatise On The Princip…ice Of Dock Engineering

A Treatise On The Principles And Practice Of Dock Engineering

Forfatter: Brysson Cunningham

År: 1904

Forlag: Charles Griffin & Company

Sted: London

Sider: 784

UDK: Vandbygningssamlingen 340.18

With 34 Folding-Plates and 468 Illustrations in the Text

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Side af 784 Forrige Næste
264 DOCK ENGINEERING. Lock, can be used at any state of the tide, having a depth of 16 feet ofwater at low water of ordinary spring tides. The basin entrance and the passage between the basin and No. 1 Dock are each 80 feet wide. The silis are curved, with a versed sine of 3 feet, and a central draught of 407 feet at high water ordinary springs, and 32'3 feet at high water ordinary neaps. Timber guiding jetties, 200 feet in length, are erected seaward of the basin entrance, and a masonry jetty, with timber fenders, 600 feet long, leads to the Lady Windsor Lock. This last has a length of 647 feet, a depth of 60 feet and a width of 65 feet. It is divided into two compartments by an intermediate pair of gates. The depth at the centre of the curved sills is 52-8 feet at high water of ordinary springs, and 44'4 feet at high water of ordinary neaps. Eglinton Dock Entrance, Ardrossan.* The walls of the entrance (fig. 201) were founded on rock excavated 4^ feet below the sill, which is level with the bottom of the dock and tidal basin; the gate floor is 18 inches lower than the sill. The sluices on Fig. 201. —Entrance to Eglinton Dock, Ardrossan. each side of the entrance are 3 feet wide and 4 feet high, with inlet sluices, 2 feet wide and 2 feet high, at the bottom of the gate recess. The sill- stones, hollow quoins, and sluice chamber guides are of granite, the rest are built in rubble conerete, except the sill, gate floor, and aprons, which are of concrète. * Robertson on “ Ardrossan Harbour Extensions,” Min. Proc. Inst. C.E., vol. cxx.